{"text_format":"3","workbook":"xlsx","n_sheets":3,"sheets":["ESTIMATE","UJ","DETAIL (2)"],"not_rendered":{"images":1,"defined_names":7},"read":"whole","date_system":"1900"}

{"sheet":"ESTIMATE","index":0,"n_rows":70,"n_cols":13,"rows_kept":70,"merged":[[0,0,3,1],[0,2,1,9],[0,10,3,12],[2,2,3,9],[62,0,62,10],[63,0,63,9],[64,0,64,9],[65,0,65,9],[66,0,66,9],[67,0,67,2],[68,0,68,12],[69,0,69,12]]}
[null,null,"PROJECT: HOWARD KNOB ",{"$nulls":7},"Web: http://sigmaestimations.com\nEmail: info@sigmaestimations.com\nPhone: (832)-603-4694"]
[]
[null,null,"ADDRESS: 604 HOWARDS KNOB RD., BOONE, NC 28607"]
[]
["ITEM #","DWG #","CSI #/SUB DETAIL","DESCRIPTION","QTY.","WASTE","QTY. W/ WASTE","UNIT","UNIT LABOR","UNIT MATERIAL","TOTAL UNIT COST","TOTAL COST","TRADE COST"]
[null,null,{"v":10000,"d":"010000"},"DIVISION 01 — GENERAL REQUIREMENTS"]
[{"$f":"IF(H7<>\"\",1+MAX(A1:A6),\"\")","v":1},null,null,"Submittal Procedures",1,{"v":0,"d":"0%"},{"$f":"E7+(E7*F7)","v":1},"LS",0,0,{"$f":"IF(H7<>\"\",I7+J7,\"\")","v":0},{"$f":"G7*K7","v":0}]
[{"$f":"IF(H8<>\"\",1+MAX(A2:A7),\"\")","v":2},null,null,"Temporary Facilities and Controls",1,{"v":0,"d":"0%"},1,"LS",0,0,0,{"$f":"G8*K8","v":0}]
[3,null,null,"Closeout Procedures ",1,{"v":0,"d":"0%"},1,"LS",0,0,{"$f":"IF(H9<>\"\",I9+J9,\"\")","v":0},{"$f":"G9*K9","v":0}]
[4,null,null,"Payment Procedures",1,{"v":0,"d":"0%"},1,"LS",0,0,0,{"$f":"G10*K10","v":0}]
[5,null,null,"Contract Modification Procedures",1,{"v":0,"d":"0%"},1,"LS",0,0,0,0]
[{"$f":"IF(H12<>\"\",1+MAX(A1:A11),\"\")","v":6},null,null,"Maintenance & Traffic Protection ",1,{"v":0,"d":"0%"},1,"LS",0,0,{"$f":"IF(H12<>\"\",I12+J12,\"\")","v":0},{"$f":"G12*K12","v":0}]
[{"$f":"IF(H13<>\"\",1+MAX(A2:A12),\"\")","v":""},null,null,"SUBTOTAL",{"$nulls":4},{"$f":"IF(H13<>\"\",0.4*K13,\"\")","v":""},{"$f":"IF(H13<>\"\",K13-I13,\"\")","v":""},null,null,{"$f":"SUM(L7:L12)","v":0}]
["",null,310000,"DIVISION 31 — EARTH WORK",{"$nulls":4},"",""]
[""]
["",null,null,"CLEARING & GRABING "]
[7,"C2",null,"Clearing & Grabbing ",36720,{"v":0.05,"d":"5%"},{"$f":"E17+(E17*F17)","v":38556},"SF",{"v":2.2,"d":"$2.20"},0,{"$f":"IF(H17<>\"\",I17+J17,\"\")","v":{"v":2.2,"d":"$2.20"}},{"$f":"G17*K17","v":{"v":84823.20000000001,"d":"$84,823"}}]
[""]
["",null,null,"LAND GRADING "]
[8,"C2",null,"Cut for mass grading as per proposed & existing contours ",{"v":720.56,"d":"721"},{"v":0.05,"d":"5%"},{"$f":"E20+(E20*F20)","v":{"v":756.588,"d":"757"}},"CY",{"v":35,"d":"$35.00"},0,{"$f":"IF(H20<>\"\",I20+J20,\"\")","v":{"v":35,"d":"$35.00"}},{"$f":"G20*K20","v":{"v":26480.579999999998,"d":"$26,481"}}]
[9,"C2",null,"Fill for mass grading  as per proposed & existing contours",{"v":1456.24,"d":"1456"},{"v":0.05,"d":"5%"},{"v":1529.052,"d":"1529"},"CY",{"v":20,"d":"$20.00"},0,{"v":20,"d":"$20.00"},{"v":30581.039999999997,"d":"$30,581"}]
[""]
[10,"C2",null,"Loads to be Imported (14 CY / Load)",{"v":73.38408000000001,"d":"73"},{"v":0,"d":"0%"},{"v":73.38408000000001,"d":"73"},"LOADS",{"v":168,"d":"$168.00"},{"v":252,"d":"$252.00"},{"v":420,"d":"$420.00"},{"v":30821.313600000005,"d":"$30,821"}]
[""]
["",null,null,"SUBTOTAL",{"$nulls":8},{"$f":"SUM(L15:L24)","v":{"v":172706.1336,"d":"$172,706"}}]
["",null,320000,"DIVISION 32 — EXTERIOR IMPROVEMENTS ",{"$nulls":4},"",""]
[""]
["",null,null,"SIDEWALK"]
[11,"C2","3/C3 ","6\" Thick 300 PSI Concrete Sidewalk ",3993,{"v":0.05,"d":"5%"},{"$f":"E29+(E29*F29)","v":{"v":4192.65,"d":"4193"}},"SF",{"v":2.6,"d":"$2.60"},{"v":3.9,"d":"$3.90"},{"$f":"IF(H29<>\"\",I29+J29,\"\")","v":{"v":6.5,"d":"$6.50"}},{"$f":"G29*K29","v":{"v":27252.225,"d":"$27,252"}}]
[12,"C2","3/C3 ","6\" Thick Aggregate Base",{"$f":"3993*0.5/27","v":{"v":73.94444444444444,"d":"74"}},{"v":0.05,"d":"5%"},{"$f":"E30+(E30*F30)","v":{"v":77.64166666666667,"d":"78"}},"CY",{"v":12,"d":"$12.00"},{"v":18,"d":"$18.00"},{"$f":"IF(H30<>\"\",I30+J30,\"\")","v":{"v":30,"d":"$30.00"}},{"$f":"G30*K30","v":{"v":2329.25,"d":"$2,329"}}]
[13,"C2","3/C3 ","1/2\" Expansion Joint ",845,{"v":0.05,"d":"5%"},{"v":887.25,"d":"887"},"LF",{"v":1.4000000000000001,"d":"$1.40"},{"v":2.0999999999999996,"d":"$2.10"},{"v":3.5,"d":"$3.50"},{"v":3105.375,"d":"$3,105"}]
[14,"C2","3/C3 ","Construction Joint ",{"$f":"470/5*8","v":752},{"v":0.05,"d":"5%"},{"v":789.6,"d":"790"},"LF",{"v":0.9960000000000001,"d":"$1.00"},{"v":1.4940000000000002,"d":"$1.49"},{"v":2.49,"d":"$2.49"},{"v":1966.1040000000003,"d":"$1,966"}]
[""]
["",null,null,"CONCRETE STAIR "]
[15,"C2","8/C3","4'-0\" Wide Concrete Stair 4 Treads 3.88SF",{"$f":"2*3.88*4/27","v":{"v":1.1496296296296296,"d":"1"}},{"v":0.05,"d":"5%"},{"$f":"E35+(E35*F35)","v":{"v":1.207111111111111,"d":"1"}},"CY",{"v":105,"d":"$105.00"},{"v":245,"d":"$245.00"},{"$f":"IF(H35<>\"\",I35+J35,\"\")","v":{"v":350,"d":"$350.00"}},{"$f":"G35*K35","v":{"v":422.4888888888889,"d":"$422"}}]
[16,"C2","8/C3","Reinforcement: 4#4 Cont. Rebar @ Nosing ",{"$f":"2*4*4*0.668","v":{"v":21.376,"d":"21"}},{"v":0.05,"d":"5%"},{"v":22.4448,"d":"22"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":40.40064000000001,"d":"$40"}]
[17,"C2","8/C3","2#5 Cont. Bar @ Top Treads ",{"$f":"2*2*4*1.043","v":{"v":16.688,"d":"17"}},{"v":0.05,"d":"5%"},{"$f":"E37+(E37*F37)","v":{"v":17.522399999999998,"d":"18"}},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"$f":"IF(H37<>\"\",I37+J37,\"\")","v":{"v":1.8000000000000003,"d":"$1.80"}},{"$f":"G37*K37","v":{"v":31.54032,"d":"$32"}}]
[18,"C2","8/C3","2#5 Cont. Bar @ Base Tread ",{"$f":"2*2*4*1.043","v":{"v":16.688,"d":"17"}},{"v":0.05,"d":"5%"},{"v":17.522399999999998,"d":"18"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":31.54032,"d":"$32"}]
[19,"C2","8/C3","#4 Bar @ Each Tread",{"$f":"2*3*4*0.668","v":{"v":16.032,"d":"16"}},{"v":0.05,"d":"5%"},{"v":16.8336,"d":"17"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":30.300480000000004,"d":"$30"}]
[20,"C2","8/C3","#4 Bar Diagonal Bar ",{"$f":"2*4*4.4*0.668","v":{"v":23.513600000000004,"d":"24"}},{"v":0.05,"d":"5%"},{"v":24.689280000000004,"d":"25"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":44.44070400000001,"d":"$44"}]
[21,"C2","8/C3","#4 Bars @ 16\" Length Dowel Bar ",{"$f":"2*4*1.33*0.668","v":{"v":7.107520000000001,"d":"7"}},{"v":0.05,"d":"5%"},{"v":7.462896000000001,"d":"7"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":13.433212800000003,"d":"$13"}]
[22,"C2","8/C3","Excavation",{"$f":"2*0.668*0.75*4/27","v":{"v":0.14844444444444443,"d":"0"}},{"v":0.05,"d":"5%"},{"$f":"E42+(E42*F42)","v":{"v":0.15586666666666665,"d":"0"}},"CY",{"v":35,"d":"$35.00"},0,{"$f":"IF(H42<>\"\",I42+J42,\"\")","v":{"v":35,"d":"$35.00"}},{"$f":"G42*K42","v":{"v":5.455333333333333,"d":"$5"}}]
[""]
["",null,null,"CONCRETE PAVEMENT "]
[23,"C2"," 2/C3 ","7\" Thick 4000PSI Concrete Pavement W/ 6x6 10/10 Wire Mesh",621,{"v":0.05,"d":"5%"},{"$f":"E45+(E45*F45)","v":{"v":652.05,"d":"652"}},"SF",{"v":3,"d":"$3.00"},{"v":4.5,"d":"$4.50"},{"$f":"IF(H45<>\"\",I45+J45,\"\")","v":{"v":7.5,"d":"$7.50"}},{"$f":"G45*K45","v":{"v":4890.375,"d":"$4,890"}}]
[24,"C2"," 2/C3 ","8\" Thick Compacted Aggregate Base Course",{"$f":"621*0.668/27","v":{"v":15.364,"d":"15"}},{"v":0.05,"d":"5%"},{"v":16.1322,"d":"16"},"CY",{"v":12,"d":"$12.00"},{"v":18,"d":"$18.00"},{"v":30,"d":"$30.00"},{"v":483.966,"d":"$484"}]
[""]
["",null,null,"CONCRETE CURB "]
[25,"C2","4/L3.0","Concrete Curb Size: 1'0''x1'0''",{"$f":"40*1*1/27","v":{"v":1.4814814814814814,"d":"1"}},{"v":0.05,"d":"5%"},{"$f":"E49+(E49*F49)","v":{"v":1.5555555555555554,"d":"2"}},"CY",{"v":105,"d":"$105.00"},{"v":245,"d":"$245.00"},{"$f":"IF(H49<>\"\",I49+J49,\"\")","v":{"v":350,"d":"$350.00"}},{"$f":"G49*K49","v":{"v":544.4444444444443,"d":"$544"}}]
[26,"C2","4/L3.0","4\" Thick Aggregate Base Width 12\" ",{"$f":"40*1*0.33/27","v":{"v":0.48888888888888893,"d":"0"}},{"v":0.05,"d":"5%"},{"v":0.5133333333333334,"d":"1"},"CY",{"v":12,"d":"$12.00"},{"v":18,"d":"$18.00"},{"v":30,"d":"$30.00"},{"v":15.400000000000002,"d":"$15"}]
[""]
["",null,null,"TRASH ENCLOSURE "]
[27,"C2","4/L4.2","4\" Thick Concrete Slab ",90,{"v":0.05,"d":"5%"},{"$f":"E53+(E53*F53)","v":{"v":94.5,"d":"95"}},"SF",{"v":1.8,"d":"$1.80"},{"v":2.7,"d":"$2.70"},{"$f":"IF(H53<>\"\",I53+J53,\"\")","v":{"v":4.5,"d":"$4.50"}},{"$f":"G53*K53","v":{"v":425.25,"d":"$425"}}]
[28,"C2","4/L4.2","Turn Down Concrete Slab ",{"$f":"25*3/27","v":{"v":2.7777777777777777,"d":"3"}},{"v":0.05,"d":"5%"},{"v":2.9166666666666665,"d":"3"},"CY",{"v":105,"d":"$105.00"},{"v":245,"d":"$245.00"},{"v":350,"d":"$350.00"},{"v":1020.8333333333333,"d":"$1,021"}]
[29,"C2","4/L4.2","Reinforcement: 2#4 Cont. Bar ",{"$f":"2*25*0.668","v":{"v":33.4,"d":"33"}},{"v":0.05,"d":"5%"},{"v":35.07,"d":"35"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":63.12600000000001,"d":"$63"}]
[30,"C2","4/L4.2","#4 @ 16\" O.C Short Bar ",{"$f":"25/1.33*1*0.668","v":{"v":12.556390977443609,"d":"13"}},{"v":0.05,"d":"5%"},{"v":13.18421052631579,"d":"13"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":23.731578947368423,"d":"$24"}]
[31,"C2","4/L4.2","#4 Vertical Bar @ Each Post Base ",{"$f":"5*8*2*0.668","v":{"v":53.440000000000005,"d":"53"}},{"v":0.05,"d":"5%"},{"v":56.11200000000001,"d":"56"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":101.00160000000002,"d":"$101"}]
[32,"C2","4/L4.2","#4 Ties @ 3\" O.C @ Each Post Base ",{"$f":"5*7*4.7*0.668","v":{"v":109.88600000000001,"d":"110"}},{"v":0.05,"d":"5%"},{"v":115.3803,"d":"115"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":207.68454000000003,"d":"$208"}]
[33,"C2","4/L4.2","#4 Ties @ 3\" O.C @ Each Post Base ",{"$f":"5*7*3.5*0.668","v":{"v":81.83,"d":"82"}},{"v":0.05,"d":"5%"},{"v":85.9215,"d":"86"},"LBS ",{"v":0.7200000000000001,"d":"$0.72"},{"v":1.08,"d":"$1.08"},{"v":1.8000000000000003,"d":"$1.80"},{"v":154.6587,"d":"$155"}]
[34,"C2","4/L4.2","Formwork",{"$f":"1.83*25","v":{"v":45.75,"d":"46"}},{"v":0.05,"d":"5%"},{"$f":"E60+(E60*F60)","v":{"v":48.0375,"d":"48"}},"SF",{"v":1.8,"d":"$1.80"},{"v":2.7,"d":"$2.70"},{"$f":"IF(H60<>\"\",I60+J60,\"\")","v":{"v":4.5,"d":"$4.50"}},{"$f":"G60*K60","v":{"v":216.16875000000002,"d":"$216"}}]
[""]
[{"$f":"IF(H62<>\"\",1+MAX(A61:A61),\"\")","v":""},null,null,"SUBTOTAL",{"$nulls":8},{"$f":"SUM(L27:L61)","v":{"v":43419.193845747366,"d":"$43,419"}}]
["SUB TOTAL",{"$nulls":10},{"$f":"SUM(L6:L61)","v":{"v":216125.32744574736,"d":"$216,125"}},{"$f":"SUM(M6:M62)","v":{"v":216125.32744574736,"d":"$216,125"}}]
["TAX",{"$nulls":9},{"v":0.085,"d":"8.5%"},null,{"$f":"M63*K64","v":{"v":18370.652832888525,"d":"$18,371"}}]
["BID BOND",{"$nulls":9},{"v":0.015,"d":"1.5%"},null,{"$f":"M63*K65","v":{"v":3241.87991168621,"d":"$3,242"}}]
["PROFIT",{"$nulls":9},{"v":0.1,"d":"10%"},null,{"$f":"M63*K66","v":{"v":21612.53274457474,"d":"$21,613"}}]
["CONTIGENCIES",{"$nulls":9},{"v":0.05,"d":"5%"},null,{"$f":"M63*K67","v":{"v":10806.26637228737,"d":"$10,806"}}]
["TOTAL BASEBID",{"$nulls":11},{"$f":"SUM(M63:M67)","v":{"v":270156.6593071842,"d":"$270,157"}}]
["General Exclusions: Any kind of controlled inspection, contaminated material, architect and engineering fees, security, building charges, signage, sign off, protection of adjoining building (if any), any work not mentioned above."]
["General Notes: The prices used are taken from RS Means online i.e. the standard pricing, the company is not responsible for any kind of variations in the prices. So it is preferred to review the prices."]

{"sheet":"UJ","index":1,"n_rows":31,"n_cols":16,"rows_kept":31,"hidden":true,"merged":[[6,11,6,12]]}
[]
[null,null,"PROJECT: ","625 PARK AVE PHASE 1B"]
[null,null,"ADDRESS: ","625 PARK AVENUE,"]
[{"$nulls":3},"NEW YORK, NY-10065."]
[]
[{"$nulls":7},"DATE",{"$f":"TODAY()","v":"2026-07-28"}]
["ITEM #","CSI SEC.","DESCRIPTION","QTY.","WASTE","QTY. W/ WASTE","UNIT","UNIT COST","TRADE COST",null,null,"Single side areas"]
[null,null,"SCOPE OF WORK",{"$nulls":8},"Dry","Wet"]
[1,"09 29","2 layered 5/8\" thick USG fiberock brand panels for walls and ceilings.",{"v":11635,"d":"11,635"},{"v":0.1,"d":"10%"},{"$f":"D9*(1+E9)","v":{"v":12798.500000000002,"d":"12,799"}},"sf",{"v":4,"d":"$4.0"},{"$f":"H9*F9","v":{"v":51194.00000000001,"d":"$51,194"}},"Type 1+Type 4+Type 6+ceiling","Type 1",{"$f":"2520-80","v":2440},280,{"$f":"(2440*2+290*2+2345+3830)","v":11635}]
[2,"09 29","2 layerd 5/8\" thick USG fiberock aqua tough brand panels for wall and ceilings in wet areas.",{"v":1185,"d":"1,185"},{"v":0.1,"d":"10%"},{"$f":"D10*(1+E10)","v":{"v":1303.5,"d":"1,304"}},"sf",{"v":4.5,"d":"$4.5"},{"$f":"H10*F10","v":{"v":5865.75,"d":"$5,866"}},"Type 1+Type 4+Type 6+wet ceiling","Type 2",{"$f":"210-80","v":130},80,{"$f":"(280*2+325+300)","v":1185}]
[3,"09 29","2 layered 2 HR rated 5/8\" thick USG fiberock brand panels for walls.",260,{"v":0.1,"d":"10%"},{"$f":"D11*(1+E11)","v":286},"sf",{"v":4.5,"d":"$4.5"},{"$f":"H11*F11","v":{"v":1287,"d":"$1,287"}},"Type 2","Type 3",null,null,{"$f":"130*2","v":260}]
[4,"09 29","2 layered 2 HR rated 5/8\" thick USG fiberock  aqua tough brand panels for walls in wet areas.",160,{"v":0.1,"d":"10%"},176,"sf",{"v":5,"d":"$5.0"},{"$f":"H12*F12","v":{"v":880,"d":"$880"}},"Type 2","Type 4",290,null,{"$f":"80*2","v":160}]
[5,"09 29","3 layered 3 HR rated 5/8\" thick USG fiberock brand panels for walls.",300,{"v":0.1,"d":"10%"},330,"sf",{"v":4,"d":"$4.0"},{"$f":"H13*F13","v":{"v":1320,"d":"$1,320"}},"Type 7","Type 5",1200,null,{"$f":"150*2","v":300}]
[6,"09 26","3/32\" thick gypsum veneer plaster skim coat.",{"v":14740,"d":"14,740"},{"v":0.1,"d":"10%"},{"v":16214.000000000002,"d":"16,214"},"sf",{"v":4,"d":"$4.0"},{"$f":"H14*F14","v":{"v":64856.00000000001,"d":"$64,856"}},"Type 1+Type 2+ Type 4+Type 5+Type 6 +Type 7","Type 6",{"$f":"2670-325","v":2345},325,{"$f":"SUM(N9:N13)+L13","v":14740},{"$f":"SUM(L9:M10)*2+L13+SUM(L14:M14)+L15*2+SUM(L17:M17)+L12*2","v":14740},{"$f":"N14-O14","v":0}]
[7,"09 22 16","3-5/8\" steel studs 20 GA @ 16\" O.C.",{"v":5750,"d":"5,750"},{"v":0.1,"d":"10%"},{"v":6325.000000000001,"d":"6,325"},"sf",{"v":2.5,"d":"$2.5"},{"$f":"H15*F15","v":{"v":15812.500000000002,"d":"$15,813"}},"Type 1+Type 2+Type 6+Type 7","Type 7",150,null,{"$f":"SUM(L9:M10)+SUM(L14:M15)","v":5750}]
[8,"10 22 16","1-5/8\" steel studs 20 GA @ 12\" O.C. ",290,{"v":0.1,"d":"10%"},319,"sf",{"v":2,"d":"$2.0"},{"v":638,"d":"$638"},"Type 4","Type 8",20]
[8,"09 22 26","Ceiling suspension system.",{"v":4130,"d":"4,130"},{"v":0.1,"d":"10%"},{"v":4543,"d":"4,543"},"sf",{"v":3,"d":"$3.0"},{"$f":"H17*F17","v":{"v":13629,"d":"$13,629"}},null,"Ceiling",3830,300,{"$f":"SUM(L17:M17)","v":4130}]
[9,"07 21 16","Batt Insulation.",{"v":5600,"d":"5,600"},{"v":0.05,"d":"5%"},{"v":5880,"d":"5,880"},"sf",{"v":2,"d":"$2.0"},{"$f":"H18*F18","v":{"v":11760,"d":"$11,760"}},"Type 1+Type 2+ Type 6",{"$nulls":3},{"$f":"SUM(L9:M10)+SUM(L14:M14)","v":5600}]
[10,"07 21 16","Batt Insulation type SAFB.",150,{"v":0.1,"d":"10%"},165,"sf",{"v":2.2,"d":"$2.2"},{"$f":"H19*F19","v":{"v":363.00000000000006,"d":"$363"}},"Type 7",{"$nulls":3},150]
[]
["SUB TOTAL",{"$nulls":7},{"$f":"SUM(I9:I19)","v":{"v":167605.25000000003,"d":"$167,605"}}]
["INSURANCE (3%)",{"$nulls":7},{"$f":"(3/100)*I21","v":{"v":5028.1575,"d":"$5,028"}}]
["TOTAL BASE BID",{"$nulls":7},{"$f":"SUM(I21:I22)","v":{"v":172633.40750000003,"d":"$172,633"}}]
[]
[null,null,"Exclusions"]
[null,1,"Mouldings"]
[null,2,"Patch work"]
[null,3,"Fixtures"]
[null,4,"Electrical work"]
[null,5,"Stone and/or tile work"]
[null,6,"Wall type 8 [no details on provided on the drawing]"]

{"sheet":"DETAIL (2)","index":2,"n_rows":41,"n_cols":11,"rows_kept":41,"hidden":true}
[]
[null,"PROJECT: ","625 PARK AVE PHASE 1B"]
[null,"ADDRESS: ","625 PARK AVENUE "]
[null,null,"NEW YORK, NY 10065"]
[]
[{"$nulls":4},"DATE",{"$f":"TODAY()","v":"2026-07-28"}]
["ITEM #","DESCRIPTION","UNIT COST","QTY.","UNIT","TRADE COST"]
[null,"SCOPE OF WORK"]
[1,"5/8\" 2 layered USG fiberock brand panels.",null,{"$f":"((2358+277+2077)-644)+3830","v":{"v":7898,"d":"7,898"}},"sf",{"$f":"C9*D9","v":0},"Type 1+Type 4+Type 6+ceiling"]
[2,"5/8\" 2 layered USG fiberock aqua tough brand panels. (Wet area).",null,{"$f":"644+292","v":936},"sf",{"$f":"C10*D10","v":0},"Type 1+Type 4+Type 6+wet ceiling",null,"Height 9'6\""]
[3,"2 HR rated 5/8\" 2 layered USG fiberock brand panels.",null,{"$f":"206-78","v":128},"sf",0,"Type 2",null,"For Doors & Cabinets 1'3\""]
[4,"2 HR rated 5/8\" 2 layered USG fiberock  aqua tough brand panels. (Wet area).",null,78,"sf",0,"Type 2"]
[5,"3 HR rated 5/8\" 3 layered USG fiberock brand panels.",null,148,"sf",0,"Type 7"]
[6,"3/32\" thick gypsum veneer plaster skim coat.",null,{"$f":"2538+206+277+1343+2077+148","v":{"v":6589,"d":"6,589"}},"sf",0,"Type 1+Type 2+ Type 4+Type 5+Type 6 +Type 7"]
[7,"3 5/8\" steel studs 20 GA @ 16\" O.C.",null,{"v":4968,"d":"4,968"},"sf",0,"Type 1+Type 2+Type 6+Type 7"]
[8,"1 5/8\" steel studs 20 GA @ 12\" O.C. ",null,277,"sf",0,"Type 4"]
[9,"Batt sound Insulation.",null,{"$f":"2538+206+2077","v":{"v":4821,"d":"4,821"}},"sf",0,"Type 1+Type 2+ Type 6"]
[10,"Batt sound Insulation type SAFB.",null,148,"sf",0,"Type 7","QTY Details"]
[{"$nulls":7},"Type 1",2538,2520]
["TOTAL",{"$nulls":4},{"$f":"SUM(F9:F18)","v":0},null,"Type 2",205,206]
[null,"Exclusions",{"$nulls":5},"Type 3","N/A"]
[1,"Mouldings",{"$nulls":5},"Type 4",277,290]
[2,"Patch work",{"$nulls":5},"Type 5",1342,1200]
[3,"Fixtures",{"$nulls":5},"Type 6",2077,2670]
[4,"Electrical work",{"$nulls":5},"Type 7",148,150]
[5,"Stone and/or tile work",{"$nulls":5},"Type 8",22,20,"No details given"]
[6,{"$nulls":6},"Ceiling",3830]
[{"$nulls":7},"Wet Ceiling",292]
[]
[]
[null,"DETAILS"]
[null,"Type 1- Interior Partition ",{"$nulls":4},"Type 2- 2HR rated Interior Partition","Type "]
[null,"2 layers 5/8' USG fiberock brand panels (Fiberock aqua tough brand at all wet areas) Glue second layer, finished with 3-32\" thick gypsum veneer plaster skim coat. 3 5/8\" Stl studs 20 GA @16\" O.C with Batt insulation. 2 layers 5/8\" USG fiberock brand panels(Fiberock aqua tough brand at all wet areas finished 3-32\" thick gypsum veneer plaster skim coat ",{"$nulls":4},"2 layers 5/8' USG fiberock brand panels (Fiberock aqua tough brand at all wet areas) Glue second layer, finished with 3-32\" thick gypsum veneer plaster skim coat. 3 5/8\" Stl studs 20 GA @16\" O.C with Batt insulation. 2 layers 5/8\" USG fiberock brand panels(Fiberock aqua tough brand at all wet areas finished 3-32\" thick gypsum veneer plaster skim coat "]
[]
[null,"TYPE 3 Interior partition at chase ",{"$nulls":4},"TYPE 4 Pocket door partition "]
[null,"2 layer 5/8\" USG fiberock brand panels ( Fiberock aqua tough brand at all wet areas ) Glue second layer fill batt insulation, finished with 3/32\" thick gypsum veneer plaster skim coat.  20 Ga 2-1/2\" mtl studs @ 16 O.C. with batt insulation. Pipe chase space. 2 layers 5/8\" USG fiberock brand panels (Fiberock aqua tough brand at all wet areas finished with 3/32\" thick gypsum veneer plaster skim coat.",{"$nulls":4},"2 Layers 5/8\" USG fiberock brand panels (Fiberock Aqua tough brand at all wet areas) Glue second layer, Finished with 3/32\" thick gypsum veneer plaster skim coat. 1 5/8\" 20 Ga stl studs @12 O.C.  2 layer 5/8\" USG fiberock brand panels (fiberock aqua tough brand at wet areas) finished with 3/32\" thick gypsum veneer plaster skim coat."]
[]
[null,"TYPE 5 Existing wall skim coat",{"$nulls":4},"TYPE 6 EXISTING WALL- Furring"]
[null,"Apply 3/32\" Thick gypsum veneer skim coat. Fill and smooth all imperfections",{"$nulls":4},"3 5/8\" 20 Ga stl studs @ 16 O.C. 2 layers  5/8\" USG fiberock brand panels dimensions from exterior wall to be varified with architect. Fill with Batt insulation, Finished with 3/32\" Thick Gypsum veneer plaster skim coat"]
[null,"TYPE 7 Interior Partition- 3 Hr rated "]
[null,"3 layer 5/8\" USG fiberock brand panels, glue third layer finished with 3/32\" thick gypsum veneer plaster skim coat. 3 5/8\" stl studs 20 GA @16\"O.C. Batt insulation Type SAFB. 3 layer 5/8\" USG fiberock brand panels, glue third layer finished with 3-32\" thick gypsum veneer plaster skim coat"]